Demolition, site work, paving, renovation and addition to a mixed-use development in Dallas, Texas. Completed plans call for the addition of a 6,100-square-foot fitness / recreation center; for the demolition of a 18,200-square-foot fitness / recreation center; for the renovation of a 18,200-square-foot fitness / recreation center; for site work for a fitness / recreation center; playground / park / athletic field; for paving for a playground / park / athletic field; sidewalk / parking lot; and sidewalk / parking lot.

**As of April 20, 2026, the project was awarded to JC Commercial. Construction is anticipated to commence in May 2026, with completion expected by October 2027.** https://www.tdlr.texas.gov/TABS/Search/Project/TABS2026009227 Project Name: Campbell Green Recreation Center Renovation & Expansion Project Number: TABS2026009227 Facility Name: Campbell Green Recreation Center Location Address: 16600 Park Hill Dr. Dallas, TX 75248 Location County: Dallas Start Date: 2/1/2026 Completion Date: 5/1/2027 Estimated Cost: $6,400,000 Type of Work: Renovation/Alteration Type of Funds: This project involves public funds, public land, or is a Federally funded roadway project. Scope of Work: Renovation and expansion of recreation center approximately 21,000 sq feet. Single story facility that includes new officing, expanded fitness space, additional multipurpose rooms and renovated toilet rooms. Square Footage: 21,000 ft 2 ---------------------------------------------------------------------------- Renovation & Expansion of an existing 18,200 gross square foot Recreation Center and the enlargement of an existing large playground. The project involves the addition of approximately 6,100 square feet, which includes the expansion of an existing Fitness Room, the addition of 2 multi-Purpose rooms, a new reception area, new staff offices, provision of a new IDF Room, new kitchenette, and the complete remodel of existing public restrooms. The existing playground enlargement component will include a new 2- 5-year kids' playground area addition and the existing playground will convert to a new 5-12-year kids' area. Both areas will receive new poured-in-place surfacing, new shade structures, and new playground equipment. The project will include a partial modification of the existing parking lot and a landscape package. Question Deadline 12/16/2025 at 2:00 PM CT A. Work Included: Furnish labor, materials, services, equipment, and appliances required in conjunction with design, fabrication and erection of formwork for cast-in-place concrete complete including but not limited to the following: 1. Wood forms. 2. Cardboard carton forms (void boxes). 3. Installation in formwork of items furnished by other trades. 4. Construction joint bulkheads, keys, blockouts, and sleeves. B. Extent of formwork is indicated by cast-in-place concrete structures shown on Drawings. C. Related Work Specified in Other Sections: 1. Forms for sitework concrete. A. Work Included: Furnish all labor, materials, services, equipment and appliances required in conjunction with the fabrication, delivery and placement of reinforcement and embedded metal assemblies for cast-in-place concrete, including bars, welded wire fabric, ties and supports. B. Extent of reinforcement and embedded metal assemblies for cast-in-place concrete is shown on Drawings and in schedules. C. Related Work Specified in Other Sections: 1. Testing laboratory services. 2. Reinforcement in conjunction with drilled piers. 3. Reinforcement in conjunction with sitework concrete. 4. Reinforcement in conjunction with masonry. A. Work Included: Furnish all materials, equipment, transportation and facilities, and perform all labor necessary for the following: 1. Furnishing and placing cast-in-place concrete. 2. Grouting structural steel. 3. Finishing and curing of concrete. 4. Furnish concrete for drilled piers. 5. Concrete mix designs. 6. Vapor retarder. B. Related Work Specified Elsewhere: 1. Paving, curbs, gutters, and sidewalks. 2. Reinforcing steel. 3. Concrete formwork. 4. Placing of pier concrete. 5. Laboratory testing and inspection. A. Work Included: Furnish all labor, materials, services, equipment and appliances required in conjunction with or properly incidental to furnishing, fabrication, delivery, and erection of structural steel complete, including, but not limited to, the following: 1. Structural steel columns, girders, beams, angles, rigid frames, shelf angles, angle frames for openings in floors and roofs, steel plates, miscellaneous deck support angles, connections and component parts. 2. Qualification of welders. 3. Shop prime coat of paint and field touch-up painting. 4. Grouting of base plates. 5. Temporary construction bracing. 6. Fabrication/erection inspection and testing. B. Extent of structural steel work is shown on Drawings including schedules, notes and details to show sizes and locations of members, typical connections and types of steel required. C. Include all supplementary parts and members necessary to complete structural steel work, regardless of whether all such parts are definitely shown or specified and furnish all such bolts, gussets, plates, etc., as may be required for proper assembly of all items. Include miscellaneous deck support angles as required for proper support of metal floor deck around columns, gussets, openings, and obstructions. D. Connection Design: 1. All typical beam to column and beam to beam connections are detailed and shown on the Construction Documents. The Contractor is to comply with these details. 2. Where indicated, truss, bracing connections and special or non-typical structural steel beam connections shall be designed by the fabricator, in accordance with criteria on Drawings. Fabricatordesigned connections shall be submitted together with complete calculations for review for acceptability by the Architect. E. Substitutions: 1. Proposed substitutions of sections or modification of details, and reasons therefor, shall be submitted with shop drawings for review. Submitted substitutions must be clearly identified and noted as such. Approved substitutions, modifications, and necessary changes in related portions of work shall be coordinated by fabricator and shall be accomplished at no additional cost to Owner. 2. Substitutions to the beam to column and beam to beam connections shown on the drawings will be reviewed for acceptability if submitted with calculations prepared by a licensed professional engineer. F. Responsibility for Errors: Fabricator shall be responsible for all errors of detailing, fabrications, and for correct fitting of structural steel members. G. Templates: Shall be furnished by fabricator with instructions for setting of anchor bolts and bearing plates. H. Related Work Specified in Other Sections: 1. Testing laboratory services for verification of quality. 2. Embedded metal assemblies. 3. Open web steel joists and joist girders. 4. Metal roof decking. 5. Cold-formed metal framing. 6. Metal fabrications. 7. Applied fireproofing. A. Work Included: Furnish all engineering, labor, materials, and equipment in conjunction with furnishing, manufacture, and erection of all open web joists and joist girders, including: 1. Bridging. 2. Ceiling extensions. 3. Bearing plates. 4. Side wall anchors. 5. Extended ends. 6. Connections. 7. Fabrication inspection and testing. B. Related Work Specified Elsewhere: 1. Metal roof decking. 2. Structural steel. 3. Miscellaneous metals. 4. Testing laboratory inspection for verification of quality. A. Work Included: Furnish all materials, supplies, equipment, tools, transportation and facilities, and perform all labor and services required in connection with or incidental to steel roof decking, as described in this Section of Specifications, shown on Drawings, or reasonably implied therefrom. Include all reinforcing plates, sump pans, edge closures, pour stops, and related accessories. B. Related Work Specified Elsewhere: 1. Open web steel joists. 2. Structural steel. 3. Miscellaneous metals. 4. Laboratory inspection. A. Furnish all labor, materials, services, equipment and appliances required in conjunction with drilled pier foundations complete, including, but not limited to the following: 1. Layout of drilled piers. 2. Excavation for drilled piers. 3. Excavation for bell bottoms. 4. Temporary steel casings. 5. Furnishing and placing reinforcing steel. 6. Furnishing and placing concrete. 7. Removal of spoil (excavated material) resulting from drilled pier excavations. 8. Placing anchor bolts for steel columns. 9. Formed shaft extensions above grade. B. Extent of drilled piers is shown on Drawings including locations, diameters of shafts, diameters of bells, estimated bottom elevations, top elevations, reinforcement, and details of construction. C. Related Work Specified in Other Sections: 1. Testing Laboratory Services. 2. Reinforcement Material Properties. 3. Concrete. A. Provide all labor, materials, equipment, and tools necessary for the complete installation of artificial turf surface. A. This section pertains to the earthwork generally consisting of excavation, filling, backfilling and subgrade preparation as required for construction of site retaining walls/structures, slab on grade walks, pavement surfaces, landscaped areas and the general shaping of the site as shown, described or reasonably inferred on the drawings. B. Subsurface data is available from the Architect. The contractor is urged to carefully analyze the site conditions. The Geotech report by HVJ Associates on June 20, 2025, is available for review. The survey by Spooner & Associates on May 08, 2025, is available for review. C. This section excludes work necessary for building pad preparations. Work within the building footprint and surrounding 5 feet shall be accomplished under technical specification prepared by Architect. For questions on work inside the building area contact Architect. D. Construction Means, Methods, Techniques, Sequences and Procedures: 1. The Contractor is solely responsible for, and has sole control over, construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 2. Shoring that is required to complete the Work, is considered a method or technique and is the sole responsibility of the Contractor. If a regulatory agency requires a licensed engineer to design, approve or provide drawings for shoring, then it is the sole responsibility of the Contractor to engage the services of a qualified Engineer for shoring design services. A. Provide all labor, materials, equipment, and tools necessary for the complete installation of artificial turf surface.